7: Shrinkage cracks, light scaling, and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occurred near curtain walls, wingwalls, or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting.

Waterway Adequacy:

N: Bridge not over a waterway.

Approach Roadway Alignment:

8: Equal to present desirable criteria

Bridge Posting

No posting required: Equal to or above legal loads

Scour Critical Bridges:

N: Bridge not over waterway.

Bridge Railings:

1: Inspected feature meets currently acceptable standards.

Transitions:

1: Inspected feature meets currently acceptable standards.

Approach Guardrail:

1: Inspected feature meets currently acceptable standards.

Approach Guardrail Ends:

1: Inspected feature meets currently acceptable standards.

Historical significance:

5: Bridge is not eligible for the National Register of Historic Places.

Type of Work Proposed:

Replacement of bridge or other structure because of substandard load carrying capacity or substandard bridge roadway geometry.

Work Done By:

Work to be done by contract

Length of Structure Improvement:

0.91 meters

Bridge Improvement Cost

$2,718,000

Roadway Improvement Cost

$200,000

Total Project Cost

$3,142,000

Year of Improvement Cost Estimate:

2016

More Information

Designated Level of Service

Mainline

Route Number:

00089

Inventory Route/Min Vert Clearance:

1.00 meters

Kilometerpoint:

0.025

LRS Inventory Route:

I0000089_S

Subroute Number:

0

Bypass/Detour Length:

2.00 kilometers

Toll:

On free road. The structure is toll-free and carries a toll-free highway.

Functional Class Of Inventory Route:

Rural: Principal Arterial - Interstate

Lanes On Structure:

2

Lanes Under Structure:

2

Design Load:

MS 18+Mod or HS 20+Mod

Approach Roadway Width:

1.16 meters

Bridge Median:

No median

Skew:

1

Structure Flared:

No flare

Navigation Control:

Not applicable, no waterway.

Structure Open/Posted/Closed:

Open, no restriction

Type of Service On Bridge:

Highway

Type of Service Under Bridge:

Highway, with or without pedestrian

Kind of Material/Design:

Concrete

Type of Design/Construction:

Culvert (includes frame culverts)

Kind of Material/Design:

Other

Type of Design/Construction:

Other

Number Of Spans In Main Unit:

1

Number Of Approach Spans:

0

Inventory Route Total Horizontal Clearance:

1.28 meters

Length Of Maximum Span:

0.91 meters

Structure Length:

0.91 meters

Left Curb/Sidewalk Width:

0.00 meters

Right Curb/Sidewalk Width:

0.00 meters

Bridge Roadway Width Curb-To-Curb:

0.00 meters

Deck Width/Out-To-Out:

2.50 meters

Minimum Vertical Clearance Over Bridge Roadway:

1.00 meters

Reference Feature:

Highway beneath structure

Minimum Vertical Under Clearance:

0.04 meters

Reference Feature:

Highway beneath structure

Minimum Lateral Under Clearance:

0.09 meters

Minimum Lateral Under Clearance On Left:

0.00 meters

Operating Rating (Method):

9.99 metric tons(Load Factor (LF))

Inventory Rating (Methon):

9.99 metric tons (Load Factor (LF))

STRAHNET Highway Designation:

The inventory route is on a Interstate STRAHNET route.

Parallel Structure Designation:

The left structure of parallel bridges. This structure carries traffic in the opposite direction.